<h4>Tool</h4><table border="0"><tr><td valign="top"><b>Name</b></td><td valign="top">IHACRES Elevation Bands Calibration</td></tr><tr><td valign="top"><b>ID</b></td><td valign="top">4</td></tr><tr><td valign="top"><b>Author</b></td><td valign="top">copyrights (c) 2008 Stefan Liersch</td></tr></table><hr><h4>Description</h4>The Rainfall-Runoff Model IHACRES 
 
 
Reference: 
 
Jakeman, A.J. / Hornberger, G.M. (1993). 
How Much Complexity Is Warranted in a Rainfall-Runoff Model? 
Water Resources Research, (29), NO. 8 (2637-2649) 
 
Kokkonen, T. S. et al. (2003). 
Predicting daily flows in ungauged catchments:model regionalization from catchment descriptorsat the Coweeta Hydrologic Laboratory, North Carolina 
 Hydrological Processes (17), 2219-2238 
 
Croke, B. F. W., W. S. Merritt, et al. (2004).
A dynamic model for predicting hydrologic responseto land cover changes in gauged andungauged catchments. 
Journal Of Hydrology 291(1-2): 115-131.<hr><h4>Parameters</h4><table border="1" width="100%" valign="top" cellpadding="5" rules="all"><tr><th>Name</th><th>Type</th><th>Identifier</th><th>Description</th><th>Constraints</th></tr>
<tr><th colspan="5">Output</th></tr><tr><td>Table (*)</td><td>Data Object (optional output)</td><td>TABLEout</td><td></td><td></td></tr><tr><td>Table (*)</td><td>Data Object (optional output)</td><td>TABLEparms</td><td></td><td></td></tr><tr><th colspan="5">Options</th></tr><tr><td>Number of elevation bands</td><td>Choice</td><td>NELEVBANDS</td><td></td><td>Available Choices:
[0] 2
[1] 3
[2] 4
[3] 5
[4] 6
[5] 7
[6] 8
[7] 9
[8] 10
Default: 0</td></tr><tr><td>Number of Simulations</td><td>Integer</td><td>NSIM</td><td>Number of Simulations for Calibration</td><td>Minimum: 1
Maximum: 10000000
Default: 1000</td></tr><tr><td>Total Catchment Area [km2]</td><td>Floating point</td><td>AREA_tot</td><td></td><td>Default: 0.000000</td></tr><tr><td>IHACRES Version</td><td>Choice</td><td>IHACVERS</td><td></td><td>Available Choices:
[0] Jakeman & Hornberger (1993)
[1] Croke et al. (2005) !!! not yet implemented !!!
Default: 0</td></tr><tr><td>Storage</td><td>Choice</td><td>STORAGE</td><td></td><td>Available Choices:
[0] Single Storage
[1] Two Parallel Storages
[2] Two Storages in Series !!! not yet implemented !!!
Default: 0</td></tr><tr><td>Using the snow-melt module?</td><td>Boolean</td><td>SNOW_TOOL</td><td>If checked, snow-melt module is used.</td><td>Default: 0</td></tr><tr><td>Objective Function</td><td>Choice</td><td>OBJ_FUNC</td><td></td><td>Available Choices:
[0] NSE
[1] NSE high flow
[2] NSE low flow
Default: 0</td></tr><tr><td>Minimum Nash-Sutcliffe Efficiency</td><td>Floating point</td><td>NSEMIN</td><td>Minimum Nash-Sutcliffe Efficiency required to print simulation to calibration table</td><td>Minimum: 0.100000
Maximum: 1.000000
Default: 0.700000</td></tr></table>(*) <i>optional</i>